Keyphrases
Shear Strengthening
66%
Reinforced Concrete Beam
62%
Fiber Reinforced Polymer
62%
Carbon Fiber Reinforced Polymer
45%
Externally Bonded
35%
Externally Bonded Fibers
32%
Montreal
28%
Eastern Canada
25%
Seismic Vulnerability
24%
Reinforced Concrete T-beam
23%
Coupled Shear Wall
23%
Canada
23%
RC Beam
22%
Shear Resistance
17%
Fragility Functions
16%
Reinforced
16%
Seismic Risk
16%
Fiber-reinforced Polymer Composites
16%
Seismic Hazard
16%
National Building Code of Canada
15%
Earthquake
15%
Quebec
15%
Quebec City
14%
Seismic Risk Assessment
14%
Embedded Through-section
13%
Seismic Performance
13%
Seismic Assessment
13%
Reinforced Concrete
13%
Fragility Curves
13%
Bond Behavior
12%
Nonstructural Components
12%
Carbon FRP
12%
Seismic Response
12%
Failure Mode
11%
Transverse Steel
11%
Coupling Beam
10%
Steel Stirrups
10%
Stone Masonry Buildings
10%
Spectral Acceleration
10%
Stiffness
10%
Externally Bonded CFRP
9%
Acceleration Demands
9%
Finite Element Analysis
9%
Size Effect
9%
Debonding
9%
U-wrap
9%
Design Guidelines
9%
Externally Bonded FRP
8%
Fatigue Performance
8%
Fiber Reinforced Plastic
8%
Vulnerability
8%
Concrete Beams
8%
Seismic Demand
8%
Damage State
8%
Strengthening Method
8%
Transverse Steel Reinforcement
8%
Pre-crack
8%
Flexure
8%
Nonlinear Time History Analysis
8%
Strengthened Beams
8%
Existing Buildings
8%
Site Class
8%
Concrete Strength
7%
Shear Contribution
7%
Rope
7%
Seismic Zone
7%
Ductility
7%
Residential Buildings
7%
Fatigue Behavior
7%
Seismic Behavior
7%
Earthquake Scenario
7%
Isolated Bridge
7%
Cyclic Loading
7%
Stirrups
7%
RC T-beams
7%
Post-earthquake Functionality
7%
Cracking Behavior
7%
Risk Assessment
7%
Reinforced Concrete Column
7%
Anchorage System
7%
Fiber-reinforced Polymer Bars
7%
Concrete Columns
7%
Base-isolated Bridges
7%
Concrete Interface
6%
Rebar
6%
Superabsorbent Polymer
6%
Bond Strength
6%
Carbon Fiber Reinforced Polymer Sheets
6%
GFRP Bars
6%
Confinement Model
6%
Climate Change
6%
Vulnerability Evaluation
6%
Shear Strength
6%
Building Classes
6%
Capacity Curve
6%
Steel Rebar
6%
Near-surface Mounted
6%
Strengthening Techniques
6%
Soil-structure Interaction
6%
L-shaped
6%
Engineering
Fiber-Reinforced Polymer
100%
Reinforced Concrete
78%
Reinforced Plastic
64%
Reinforced Concrete Beam
56%
Shear Walls
35%
Seismic Risk
29%
Seismic Vulnerability
26%
Time History
23%
Building Code
22%
Seismic Hazard
22%
Seismic Performance
20%
Ground Movement
20%
Experimental Investigation
19%
Steel Rebar
18%
Finite Element Analysis
18%
Masonry Building
17%
Experimental Result
16%
Shear Strengthening of Reinforced Concrete Beam
16%
Joints (Structural Components)
16%
Shear Resistance
16%
Fragility Curves
15%
Carbon Fibre Reinforced Polymer
14%
Rigidity
14%
Seismic Response
13%
Debonding
13%
Cyclic Loading
12%
Damage State
11%
Bond Strength
11%
Damage Assessment
11%
Stone Masonry
11%
Failure Mode
10%
Steel Reinforcement
10%
Design Code
9%
Concrete Buildings
9%
Test Result
9%
Highway Bridges
9%
Size Effect
9%
Residential Building
9%
Fatigue Performance
9%
Fatigue Behavior
9%
Retro-Fitting
9%
Unreinforced Masonry
9%
Concrete Structure
9%
Design Guideline
9%
Learning System
8%
Fatigue Life
8%
Seismic Behavior
8%
Chemical Shift Anisotropy
8%
Analytical Model
8%
Response Spectrum
8%
Flexure
7%
Rod
7%
Exceedance
7%
Parametric Study
7%
Numerical Model
7%
Shear Strength
7%
Finite Element Modeling
7%
Nonlinear Behavior
7%
Influencing Parameter
7%
Research Need
7%
Fatigue Loading
7%
Seismic Zone
7%
Ground Acceleration
6%
Illustrates
6%
Bridge Piers
6%
Flexible Pipe
6%
Bridge Design
6%
Limit State
6%
Energy Dissipation
6%
Bridge Structure
6%
Nonlinearity
6%
Fem Model
6%
Concrete Member
6%
Concrete Strength
6%
Shear Property
6%
Autoencoder
6%
Density Polyethylene
6%
Plastic Hinge
6%
Seismicity
5%
Rise Building
5%
Cross Section
5%
Soil Condition
5%
Fibre-Reinforced Polymer Composite
5%
Limitations
5%
Field Test
5%
Design Model
5%
Analytical Study
5%
Full Scale
5%
Concrete Bridges
5%
Design Equation
5%
Public Safety
5%
Shear Reinforcement
5%
Seismic Design
5%
Retrofit
5%
Simulation Result
5%
Beams and Girders
5%
Shear Lag
5%
Rectangular Column
5%
Element Method
5%
Finite Element Simulation
5%